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HomeMy WebLinkAbout23 Carriage Lane - Framing 29 ♦: sa M N J Ln i TJ-Xpertm framing plan requires the iLevelo Framer's Pocket Guide See iLevela Framer's Pocket Guide for Product Trademark Information 917 5 - ' — 10' 311 5� — 12' 6.5" 15'I' kJ UJ a L2 0 00 N to A3 I_ 131 -�- 15' -�-4' — 241 Web stiffeners g" diameter maximum hole for required each 11Y91- 20" deep blocking panels; side at E: -IW 11Y91 diameter maximum for blocking panels 91 " deep or shorter than 12' long. 1 bo not cut flanges. Trus Joist rim board Load from above 16 .r 2x4 minimum squash blocks Use 2x4 minimum squash blocks CS to transfer load around TSI® joist LamTJ.Xpert Hanger Notes: HANGER LIST - Simpson Strong -Tie Company, Inc.© Length Plot ID Qty Product Label Top Nails Face Nails See Layout Member Nails Notes H1 51 IUTll 5' 10-NIO 1.9E Microllam LVL 2-N10 2 H2 40 IUT11 1.9E Microllam LVL to-NIO 3 2-N10 19' H3 4 MGU3. 63 (H1=9.25) 2 24-SDS1/4 x 2 1/2 16-SDS1/4 x 2 1/2 H4 6 MGU3.63 (H1=9.25) 13' 24-SDS1/4 x 2 1/2 16-SDS1/4 x 2 1/2 H5 1 HGUS410 1,9E Microllam LVL 46-16d 2 16-16d double shear H6 1 IUT412 4 to-Nlo 5' 2-N10 1.9E Microllam LVL H7 1 ITS1.61/11.88 4-N10 2-N10 Hanger Notes: DO NOT allow workers to walk on foists until braced. INJURY MAY RESULT. LEVEL NOTES File Name: PETER TROUTMAN RESIDENCEA.JOB Level Name: SECOND FLOOR Plotted: 2/25/2008 17:33 Design Status: FIRST FLOOR .... 2/20/2008 15:51 SECOND FLOOR ... 2/20/2008 15:38 ROOF........... 2/20/2008 09:39 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Floor Area Loading Is: 40psf Live Load and 12 psf Dead Load Maximum Joist Deflection: L/480 Live Load L/240 Total Load TJ -Pro Rating Information: Weighted Average: 48 Lowest Rating: 35 Highest Rating: 69 Glued & Nailed Decking is Required Direct Applied Ceiling of 1/2" Gypsum is Required 1 X 4 Straprinq is Reguired Floor Decking: 23/32" Panels (24" Span Rating) Normal O.C. Spacing - 16"* *Unless noted otherwise Layout Scale: 114" = 1' NAILING REQUIREMENTS TJI® Joists at bearings: Two 8d (2Y2") box nails (1 each side), 1Yz" minimum from end. Blockina Dangle. rim Joist or rim board to bearing plate_ Tile blocking panels or rimioist: 1 Od (3") box nails at 6" o.c. Trus Joist rim board: Toenail with 1 Old (3") box nails at 6" o.c. or 16d %2") box nails at 12" o.c. Shear transfer., Connections equivalent to decking nail schedule Rim board, rim joist or closure to TJI IDjoist: 1Y4" width or less: Two 10d (3") box nails, one each at top and bottom flange. 21/,6" thru 2112" widths: Two 16d (3Yz") box nails, one each at top and bottom flange. 3112" width: Toenail joist to rim joist with one 10d (3") box nail each side of joist top flange. 2x4 minimum squash blocks: Two 10d (3") box nails, one each at lop and bottom flange. WARNING Joists are unstable until braced laterally Bracing Includes: • Blocking • Sheathing • Hangers • Rim Board • Strut Lines • Rim Joist P DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. WARNING NOTES: Lack of concern for proper bracing during construction can result in serious accidents. Under normal conditions if the following guidelines are observed, accidents will be avoided. 1. All clacking, hangers, rim boards and dm joists at the end supports of the TJI • joists must be complefeky Installed and property naded. 2. Lateral strength, like a braced end well or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 fest of joists at the end M the bay. 3. Safety bracing lines of 1x4 (minimum) must be nailed to a braced end well or sheathed area as In note 2 and to each joist. Without this bracing. buckling sideways or rollover Is highly probable under light construction loads - like a worker or one layer of unnalled sheathing. 4. Sheathing must be totetly attached to each TJI • joist before additional loads can be placed on the system. 5. Ends of cantilevers require safety bracing on both the lop and bottom flanges. 6. The flanges must remain straight within "tolerance of Ye" from true alignment. LEVEL COMMENTS SEOND FLOOR LAYOUT JOB COMMENTS VARN PHILBROOX, BUILDER PETER TROUTMAN RESIDENCE 17 CARRIAGE LANE YARMOUTHPORT, MA CREATED BY Hinckley Home Center 138 Route 137 PO Box 1819 Harwich, MA 02645 (508)432-8014 FAX: (508)432-5011 SYMBOL LEGEND Point Load Line Load _J Area Load Bao Beam By Others O Detail Callout Label (See Framer's Pocket Guide) Required Bearing Length in inches (Adequate bearing has been provided if bearing length is not indicated.) Page 2 of 2 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE TJ -%part 6.46 (fte94) 06.45 D6A5 S6.45 116.45 JOIST AND BEAM LIST Plot ID Length Product Plies Qty A See Layout 11 7/8" TJI 110 foist 1 M1 5' 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 2 M2 19' 1 3/4" x 11 7/8" 1.9E Microllam LVL 3 3 M3 19' 1 3/4" x 11 7/8" 1.9E Microllam LVL 2 2 M4 15' 1 3/4" x 11 7/8" 1.9E Microllam LVL 2 6 M5 13' 1 3/4" x 11 7/8" 1.9E Microllam LVL 2 6 M6 10' 1 3/4" x 11 7/8" 1,9E Microllam LVL 2 2 M7 9' 1 3/4" x 11 7/8" 1.9E Microllam LVL 2 4 M8 5' 1 3/4" x 11 7/8" 1.9E Microllam LVL 2 6 ACCESSORIES LIST 11 1/4 11 7/811 1.3E TimberStrand LSL 2 l2 Pcl 14' 10" 11/8" TJI 1 ioist Pct 4' 1.5" 11 7/8" TJI 110 foist 1 1 Pc3 21' B" 11 7/8" TJI 560 loist 1 1 Rm2 16' 1" x 11 7/8" a -Rim Board 1 1 Bkl 1' 2.25" 11 7/8" TJI 110 Blocking Panels 1 13 Bkl• 3' 7.23" 11 7/8" TJI 110 Blocking Panels 1 1 Bk*, Random length blocking panel cuts Bk, Blocking Panels; Rm, Rim Board; Pe, Parallel Closure DO NOT allow workers to walk on foists until braced. INJURY MAY RESULT. LEVEL NOTES File Name: PETER TROUTMAN RESIDENCEA.JOB Level Name: SECOND FLOOR Plotted: 2/25/2008 17:33 Design Status: FIRST FLOOR .... 2/20/2008 15:51 SECOND FLOOR ... 2/20/2008 15:38 ROOF........... 2/20/2008 09:39 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Floor Area Loading Is: 40psf Live Load and 12 psf Dead Load Maximum Joist Deflection: L/480 Live Load L/240 Total Load TJ -Pro Rating Information: Weighted Average: 48 Lowest Rating: 35 Highest Rating: 69 Glued & Nailed Decking is Required Direct Applied Ceiling of 1/2" Gypsum is Required 1 X 4 Straprinq is Reguired Floor Decking: 23/32" Panels (24" Span Rating) Normal O.C. Spacing - 16"* *Unless noted otherwise Layout Scale: 114" = 1' NAILING REQUIREMENTS TJI® Joists at bearings: Two 8d (2Y2") box nails (1 each side), 1Yz" minimum from end. Blockina Dangle. rim Joist or rim board to bearing plate_ Tile blocking panels or rimioist: 1 Od (3") box nails at 6" o.c. Trus Joist rim board: Toenail with 1 Old (3") box nails at 6" o.c. or 16d %2") box nails at 12" o.c. Shear transfer., Connections equivalent to decking nail schedule Rim board, rim joist or closure to TJI IDjoist: 1Y4" width or less: Two 10d (3") box nails, one each at top and bottom flange. 21/,6" thru 2112" widths: Two 16d (3Yz") box nails, one each at top and bottom flange. 3112" width: Toenail joist to rim joist with one 10d (3") box nail each side of joist top flange. 2x4 minimum squash blocks: Two 10d (3") box nails, one each at lop and bottom flange. WARNING Joists are unstable until braced laterally Bracing Includes: • Blocking • Sheathing • Hangers • Rim Board • Strut Lines • Rim Joist P DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. WARNING NOTES: Lack of concern for proper bracing during construction can result in serious accidents. Under normal conditions if the following guidelines are observed, accidents will be avoided. 1. All clacking, hangers, rim boards and dm joists at the end supports of the TJI • joists must be complefeky Installed and property naded. 2. Lateral strength, like a braced end well or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 fest of joists at the end M the bay. 3. Safety bracing lines of 1x4 (minimum) must be nailed to a braced end well or sheathed area as In note 2 and to each joist. Without this bracing. buckling sideways or rollover Is highly probable under light construction loads - like a worker or one layer of unnalled sheathing. 4. Sheathing must be totetly attached to each TJI • joist before additional loads can be placed on the system. 5. Ends of cantilevers require safety bracing on both the lop and bottom flanges. 6. The flanges must remain straight within "tolerance of Ye" from true alignment. LEVEL COMMENTS SEOND FLOOR LAYOUT JOB COMMENTS VARN PHILBROOX, BUILDER PETER TROUTMAN RESIDENCE 17 CARRIAGE LANE YARMOUTHPORT, MA CREATED BY Hinckley Home Center 138 Route 137 PO Box 1819 Harwich, MA 02645 (508)432-8014 FAX: (508)432-5011 SYMBOL LEGEND Point Load Line Load _J Area Load Bao Beam By Others O Detail Callout Label (See Framer's Pocket Guide) Required Bearing Length in inches (Adequate bearing has been provided if bearing length is not indicated.) Page 2 of 2 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE TJ -%part 6.46 (fte94) 06.45 D6A5 S6.45 116.45